ML11221A352
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| ML11221A352 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 12/17/2010 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML11221A352 (1) | |
Text
750 740 730 720 710 700 690 680 670 660 50 51 '52 53 54 57 I I 1 I I I 1 A-A -1 /CCLASS "A" BACK AUX BLOG PIPE TUNNEL- -- UNIT i ILL 7 750 1 740 730 i 720 - 710 - 700 690 1 680 670 660 POTENTIAL SETTLEMENT BASED ON I. 5 O/t
- CRITERIA (INCHES) (E) POTENTIAL SETTLEMENT BASED ON 6% 6 CRITERIA (INCHES) - DESIGN WATER TABLE -!E WATER TABLE (24. HR) MH SOIL CLASSIFICATION I3 BLOW COUNT POTENT I ALLY L I QUEF IA BLE SO I L (SEE NOTE) -WS WEATHER1ED SHALE NOTE: I. LtQ~EFACT~ON BASED ON TOP OF GROUND ACCEtlERATlON OF 0.49 AND SEED - IDRtSS (1971) CORRELATION FOR SANDS. Added by Amendment 50 WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYStS REPORT 1 ERCW PIPELINE SECTION A-A SREET 4 OF 4 FIGURE 2.5-571 ,